Добірка наукової літератури з теми "Precast tunnel linings"
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Статті в журналах з теми "Precast tunnel linings"
Copsey, J. P., and S. R. Doran. "Design of precast concrete segmental tunnel linings." Construction and Building Materials 1, no. 3 (September 1987): 134–46. http://dx.doi.org/10.1016/0950-0618(87)90014-6.
Повний текст джерелаBRACHER, Gustav. "Durability Design of Precast Concrete Segments for Tunnel Linings." IABSE Congress Report 16, no. 16 (January 1, 2000): 721–28. http://dx.doi.org/10.2749/222137900796313573.
Повний текст джерелаAbbas, Hajer Satih, Maadh Imad Salman Al-Rubaye, Sarra’a Dhiya’a Jaafer, Bassam farman bassam, and Abdelmajeed Alkasassbeh. "Three-dimensional numerical study of the reactive powder concrete segments in tunnel lining." Curved and Layered Structures 9, no. 1 (January 1, 2022): 286–94. http://dx.doi.org/10.1515/cls-2022-0022.
Повний текст джерелаGong, Chenjie, Wenqi Ding, Kenichi Soga, and Khalid M. Mosalam. "Failure mechanism of joint waterproofing in precast segmental tunnel linings." Tunnelling and Underground Space Technology 84 (February 2019): 334–52. http://dx.doi.org/10.1016/j.tust.2018.11.003.
Повний текст джерелаShayanfar, Mohsen Ali, Payman Mahyar, Ahmad Jafari, and Mohammad Mohtadinia. "Classification of Precast Concrete Segments Damages during Production and Transportation in Mechanized Shield Tunnels of Iran." Civil Engineering Journal 3, no. 6 (June 30, 2017): 412–26. http://dx.doi.org/10.28991/cej-2017-00000101.
Повний текст джерелаCugat, V., S. H. P. Cavalaro, J. M. Bairán, and Albert de la Fuente. "Safety format for the flexural design of tunnel fibre reinforced concrete precast segmental linings." Tunnelling and Underground Space Technology 103 (September 2020): 103500. http://dx.doi.org/10.1016/j.tust.2020.103500.
Повний текст джерелаSerafini, Ramoel, Sérgio R. A. Dantas, Ronney R. Agra, Albert de la Fuente, Antonio F. Berto, and Antonio D. de Figueiredo. "Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings." Fire Safety Journal 127 (January 2022): 103503. http://dx.doi.org/10.1016/j.firesaf.2021.103503.
Повний текст джерелаKim, Yun Yong. "Fire Resistance Performance of Precast Segmental Concrete Lining for Shield Tunnel." Journal of the Korean Society of Civil Engineers 34, no. 1 (2014): 95. http://dx.doi.org/10.12652/ksce.2014.34.1.0095.
Повний текст джерелаDu, Shaoshuai, and Jinhua Tang. "State-of-the-Art Review on Failure Mechanism and Waterproofing Performance of Linings for Shield Tunnels." Advances in Civil Engineering 2022 (March 8, 2022): 1–9. http://dx.doi.org/10.1155/2022/6104725.
Повний текст джерелаDuan, Yawei, Mi Zhao, Jingqi Huang, Huifang Li, and Xiuli Du. "Analytical Solution for Circular Tunnel under Obliquely Incident P Waves considering Different Contact Conditions." Shock and Vibration 2021 (December 22, 2021): 1–23. http://dx.doi.org/10.1155/2021/1946184.
Повний текст джерелаДисертації з теми "Precast tunnel linings"
Arnau, Delgado Oriol. "Structural response of precast concrete segmental tunnel linings." Doctoral thesis, Universitat Politècnica de Catalunya, 2012. http://hdl.handle.net/10803/81563.
Повний текст джерелаGORINO, ANDREA. "Ductility of lightly reinforced and fiber-reinforced concrete elements: A unified approach." Doctoral thesis, Politecnico di Torino, 2017. http://hdl.handle.net/11583/2674226.
Повний текст джерелаFernandes, Andrea. "Utilização de fibras de aço para reforço de concreto em aneis pre-moldados segmentados para revestimento de tuneis." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257680.
Повний текст джерелаDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
Made available in DSpace on 2018-08-08T03:07:34Z (GMT). No. of bitstreams: 1 Fernandes_Andrea_M.pdf: 3789790 bytes, checksum: 3995163d23effcb84c04682718a55ef9 (MD5) Previous issue date: 2005
Resumo: O reforço do concreto através da utilização de fibras de aço vem se mostrando, ao longo dos anos, como alternativa econômica e tecnicamente viável para diversos tipos de aplicações . Sua ampla utilização na indústria da construção mundial, em diversos casos de sucesso, despertou interesse também do segmento tuneleiro moderno. Passou-se a utilizar fibras para reforçar o concreto das aduelas dos anéis montados por tuneladoras (TBM- Tunnel Boring Machines ¿ máquina de escavar túneis) nas principais obras ao redor mundo. Desta forma, após diversos anos sem obras importantes de túneis metroviários no Brasil, a construção da linha 4 (Amarela) do Metrô de São Paulo, utilizará uma destas máquinas de escavar túneis, sendo do tipo EPBM (Earth Pressure Balanced Machine), cujo revestimento será feito com anéis segmentados (aduelas) de concreto. O projeto básico desta obra (década de 60) prevê armação das aduelas de forma tradicional (em desuso) com gaiolas de aço. Em virtude dos benefícios que o reforço com fibras oferece, e ainda, baseando-se no sucesso da experiência mundial, surgiu a necessidade de um estudo no Brasil sobre esta tecnologia. Assim, tomando como base os dados do projeto básico do projeto da linha 4 (cargas, geometrias, etc.), iniciou-se um estudo comparativo do reforço com gaiolas e do reforço com fibras de aço. Este trabalho apresenta algumas etapas deste estudo, procura abordar aspectos relevantes do processo desde a fabricação até a instalação das aduelas no túnel, explica os benefícios possíveis de serem atingidos, resume alguns dos principais motivos que levaram a indústria tuneleira a adotar a tecnologia de reforço com fibras de aço, vantagens e desvantagens
Abstract: The reinforcement of the concrete using steel fibers became possible, through the years, by it¿s economical and technical viability. It¿s wide range of utilization in civil construction, in several success work cases, made the modern tunneling industry realize the necessity of studding it as well. Concrete Segmental Lining Rings placed by TBMs - Tunnel Boring Machines - have been produced with Steel Fiber in the ultimate reference jobs around the world. After several years without of Metro projects in São Paulo Brasil, the already under construction line 4 with total 12,8 km of tunnels, will use one EPBM - Earth Pressure Balanced Machine ¿ witch lining is being considered made by reinforced concrete. The Basic Project (from the 60¿s) primarily considered steel bars as cage reinforcement. To benefit from the steel fiber reinforcement concrete, still, based on successful practical cases world wide, became the necessity to study this technology locally, in Brasil. Thus, taking the basic data from the original Line 4 project (geometry, etc.) a comparative study between steel cages and steel fibers started. This work contents some of the steps from this study and intents to evaluate key aspects from the whole process, since production phase at the segment plant, transport, installation and maintenance of the tunnel. Also explains the basic reasons of migration to the steel fiber reinforcement, including the benefits for the whole tunneling industry and society
Mestrado
Edificações
Mestre em Engenharia Civil
Частини книг з теми "Precast tunnel linings"
Winterton, T. R. "Developments in precast concrete tunnel linings in the United Kingdom." In Tunnelling’ 94, 601–33. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4615-2646-9_35.
Повний текст джерелаHosseini, Seyed Mohammad, Salaheldin Mousa, Hamdy Mohamed, and Brahim Benmokrane. "Application of GFRP Bars in Precast Concrete Tunnel Lining Segments." In 8th International Conference on Advanced Composite Materials in Bridges and Structures, 187–95. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_21.
Повний текст джерелаPatel, Devansh, Chidchanok Pleesudjai, Yiming Yao, Steve Schaef, and Barzin Mobasher. "Validation Testing of Precast Tunnel Lining Segments Using Polymeric Fibers." In RILEM Bookseries, 820–30. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_70.
Повний текст джерелаIbrahim, Basil, Salaheldin Mousa, Hamdy M. Mohamed, and Brahim Benmokrane. "GFRP Reinforced Precast Concrete Tunnel Lining Segments Under Flexural Cyclic Loading." In 8th International Conference on Advanced Composite Materials in Bridges and Structures, 149–56. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_17.
Повний текст джерелаHosseini, S. M., S. Mousa, H. M. Mohamed, and B. Benmokrane. "Efficiency of Precast Concrete Tunnel Lining Segments Reinforced with GFRP Bars Under Bending Load." In Lecture Notes in Civil Engineering, 103–11. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0656-5_9.
Повний текст джерелаWrixon, D., and G. Bracher. "A durability design for precast concrete segments for tunnel linings." In North American Tunneling 2004. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9781439833759.ch62.
Повний текст джерелаFortunato, D., and G. Barbieri. "Tunnels widening and renewal using precast lining: The Swiss Rhaetian railway construction method applied to tunnel Mistail." In Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art, 2100–2108. CRC Press, 2019. http://dx.doi.org/10.1201/9780429424441-222.
Повний текст джерелаMeda, Alberto, and Zila Rinaldi. "Steel-fibre reinforcement for precast lining in tunnels with different diameters." In fib Bulletin 79. Fibre-reinforced concrete: From design to structural applications, 363–72. fib. The International Federation for Structural Concrete, 2017. http://dx.doi.org/10.35789/fib.bull.0079.ch35.
Повний текст джерелаScaffidi, S. C., A. Anders, S. Porto, and E. Torres. "Forrestfield airport link project in Perth, Western Australia – precast concrete segmental lining." In Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art, 6170–79. CRC Press, 2020. http://dx.doi.org/10.4324/9781003031871-43.
Повний текст джерелаScaffidi, S. C., A. Anders, S. Porto, and E. Torres. "Forrestfield airport link project in Perth, Western Australia – precast concrete segmental lining." In Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art, 6170–79. CRC Press, 2019. http://dx.doi.org/10.1201/9780429424441-653.
Повний текст джерелаТези доповідей конференцій з теми "Precast tunnel linings"
Kong, Xiangxun, Yonghui Luo, and Shaojun Wang. "Research on the Joint Waterproofing of Precast Segmental Tunnel Linings in Water-Rich Stratum." In International Conference on Construction and Real Estate Management 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483848.040.
Повний текст джерелаSong, Fanbing, and Rolf Breitenbücher. "Load-Bearing Behavior of Steel Fiber-Reinforced Concrete for Precast Tunnel Lining Segments under Partial-Area Loading." In Geo-Shanghai 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413449.027.
Повний текст джерела